MATERIALS USED FOR DAMP PROOFING

Damp proofing in Residential Building



Material used for damp proofing
1. Property of the material
An effective damp proofing material should have the following properties
1.      It should be impervious.
2.      It should be strong and durable and should be capable of withstanding both dead as well as live loads without damage.
3.      It should be dimensionally stable
4.      It should be free from deliquescent salts like sulphates chlorides and nitrates
5.      The material should be reasonably cheap.
6.      The material should be such that it is possible to carry out leak proof joining work.



  2. Classification of material
                      The materials commonly used to check dampness can be divided into the following four categories
a)      Flexible material
Material like bitumen felts (which may be Hessian based or fibre/glass fibre based), plastic sheeting (polythene sheet) etc
b)     Semi rigid materials
Materials like mastic asphalts or combination of materials or layers.
c)      Rigid materials
Materials like first class bricks, stones, slates, cement concrete etc
d)     Grout materials 
Grout consists of cement slurry and acrylic based chemical or polymers.




  3. Material used for damp proofing
    Following are the materials, which are commonly used for damp proofing.

1.      Hot bitumen  
               This is a flexible material and is placed on the bedding of concrete or mortar. This material should be applied with a minimum thickness of 3 mm.
2.      Mastic asphalt
                           This is a semi rigid material and it forms an excellent impervious layer for damp proofing. The good asphalt is very durable and completely impervious material. It can withstand only very slight distortion. It is liable to squeeze out in very hot climates or under very heavy pressure. It should be laid by experienced men of the specially firms.

Damp proofing                  
                                                   Mastic asphalt
3.      Bituminous felts
                              This is a flexible material. It is easy to lay and is available in rolls of normal wall width. It is laid on a layer of cement mortar. An overlap of 100 mm is provided at the joints and full overlap is provided at all corners. The laps may be sealed with bituminous if necessary. The bitumen felt can accommodate slight movement. But it is liable to squeeze out under heavy pressure and it offers little resistance to sliding. The material is available in rolls and it should be carefully unrolled, especially in cold weather.


4.      Metal sheets
                        The sheets of lead, copper and aluminium can be used as the membranes of damp proofing.
                  The lead is a flexible material. The thickness of lead sheets should be such that its weight is not less than 200 N/m2. The lead can be dressed to complex shapes without fracture and it possesses high resistance to sliding action. It is impervious to moisture and it does not squeeze out under ordinary pressure. It resists ordinary corrosion. The surfaces of lead coming in contact with lime and cement are likely to be corroded and hence a coating of bitumen paint of high consistency should protect the metal.
                    The copper is flexible material. It possesses higher tensile strength than that of lead. It is impervious to atmosphere and it does not squeeze out under ordinary pressure. It possesses high resistance to sliding action. The external wall, especially of stones, is likely to be stained when a damp proof course of copper is adopted. The surfaces of copper coming in contact with mortars are likely to be affected. But for normal use, the metal does not require any protective coating.
          The aluminium sheets can also be used for damp proofing. But they should be protected with a layer of bitumen.

DPC
                                          Metal sheet   


5.      Combination of sheets and felts    
                                A lead foil is sandwiched between asphalt and bituminous felt. This is known as the lead core and it is found to be economical, durable and efficient.
6. Stone
              The two courses of sound and dense stones such as granite, slates etc laid in cement mortar with vertical breaking joint can work as an effective damp proofing course. The stones should extend for full width a damp proofing course. The s stones should extend for full width of wall. Something the stones can be fixed, as in case of roof surfaces, on the exposed face of wall etc.
6.      Bricks
              The dense bricks, absorbing water less than 4.5% of their weight, can be used for damp proofing at place where the damp is not excessive. The joints are kept open. Such bricks are widely used when damp proofing course is to inserted in an existing wall.

7. Mortar
              The mortar to be used for bedding layers can be prepare by mixing 1 part of cement and 3 part of sand by volume. A small quantity of lime is added to increase the workability. For plastering work, the water proof mortar can be prepared. It is prepare by mixing 1 part of cement and 2 part of sand and pulverized alum at rate of 120 N/m3 of sand. In water to be used, .75 N of soft soap is dissolved per litre of water and soap water is added to dry mixed. The mortar thus prepared is used to plaster the surfaces. Alternatively some patented water proofing material such as pudlo, cido, dempro etc may be added to cement mortar.
9.      Cement concrete 
                       A cement concrete layer in proportional 1:2:4 is generally provided at the plinth level to work as a damp proofing course. The depth of cement concrete layer varies from 40 mm to 150 mm. it stop the rise of water by capillary action and it found to be effective at places where the damp is not excessive.
10. Plastic sheets
                      The material is made of black polythene having a thickness of about 0.55 mm to 1 mm with usual width of wall and it is available in roll lengths of 30 m. this treatment is relatively cheap but it is not permanent.





Selection of material for D.P.C.
                               The choice of material to function as an effective damp proof course requires a judicious selection. It depends upon the climate and atmospheric conditions, nature of structure and the situation where the D.P.C can be provided. The point to be kept in view while making selection of D.P.C material are briefly discuss below
1.      D.P.C. above ground level
                                    For D.P.C above ground level, with wall thickness generally not exceeding 40 cm, any of the material can be used which is describe above. Cement concrete is generally adopted for D.P.C at ground level or plinth level. A 25 to 50 mm thick layer of cement concrete M15 serve the purpose under the normal condition. In case of damp and humid atmosphere richer mix of concrete can be used. The concrete is further made dense by water proofing material in its ingredient during the process of mixing. It is usual to apply two coat of hot bitumen over the dried surface of concrete D.P.C
2. D.P.C material for floor, roofs etc
                         For greater wall thickness or where D.P.C is laid over large area such as doors and roofs etc the choice is limited to flexible material which provide lesser number of joints like mastic asphalt, bitumen felt, felt plastic sheets etc. the felts when used should be properly bonded to the surface with joints properly lapped and sealed.
3. D.P.C material for differential thermal movements          
      In parapet walls and other such situation material like mastic asphalts, bitumen felts and metal are recommended. It important to ensure that the d.p.c material is flexible so as to avoid any damage or puncture of material due to differential thermal movement between the material of the roof and parapet wall.
4. D.P.C material for cavity wall
                       In cavity wall construction the cavity over the door or window should be bridge by the flexible material like bitumen felt, strips of lead etc.
5. Expansion and construction joints
            In case of expansion and construction joints, in R.C.C slab and retaining walls in basement it is it is necessary to provide water bar made out of P.V.C or G.I sheet to seal the joint against passage of sub soil water into building.


Damp proofing treatment in building
Damp proofing treatment in building can be broadly divided into the following categories
1.      Treatment of foundation
2.      Treatment of floors
3.      Treatment of walls
4.      Treatment of parapet wall
5.      Treatment to pitched roof
1.      Damp proofing treatment to foundation
                    Depending upon the depth of the ground level, the treatment to be given to the foundation can be subdivided into the following four categories.
                             I.      Treatment to foundation on ordinary soil
                          II.      Treatment to foundation on damp soil
                       III.      Treatment to basement in ordinary soil.
                       IV.      Treatment to basement in damp soil
                             I.      Treatment to foundation on ordinary soil
                        Building foundation on ordinary soil where the sub soil water table not high is also liable to get damp. Bricks being porous, brick masonry below ground level can be absorbing moisture from adjacent ground. This moisture travels up from one course to another by capillary action and can make the wall damp for a considerable height. This can be checked by providing DPC at appropriate place.
                          In case of building without basement the base portion for damp proof course lies at plinth level. In case of structure without plinth, DPC should be provided at least 150 mm above ground level. If the damp proof course is just laid at the ground level, earth, dust or leaves might accumulate outside the wall and y the passage of time the level of outside the earth may be raised above theD.P.C.level. In such case, moisture can travel from outside ground level to brickwork above D.P.C.and hence the purpose of providing D.P.C. will no be served.
Damp proofing
                          II.      Treatment to foundation on Damp soil
                      In case of building constructed on damp soil in wet areas, both the walls as well as the ground floor are liable to become damp due to capillary rise of moisture from ground. In such case the DPC is laid over the entire area of ground floor including wall thickness. Bitumen felts can be used for damp proofing treatment. The sequence of lying DPC can be divided in the following steps:
                                               I.      Apply hot bitumen at the rate of 1.5 kg/m2 over the prepared surface to serve as primer coat.
                                            II.      Lay bitumen felt in the singe layer over the primer coat.
                                         III.      Apply hot bitumen at the rate of 1.5 kg/m2 over the bitumen felt to serve as finishing coat.
                   Immediately after laying, the DPC is protected with a course of brick laid flat on a cushion of fine sand. This prevents damage to the DPC specification on account of droppage of sharp edge implement or other materials during construction.


                       III.      Treatment to basement in ordinary soil
In sites where subsoil water table is low, or where the hydrostatic pressure is not much, the treatment consist in a providing a horizontal DPC over the entire area of basement floor and then existing it in the form of vertical DPC on the external face of the basement walls. The DPC material thus function like waterproof tank on the external faces of the basement and keep it dry.
It is common to use bitumen felt in multiple layers for damp proofing treatment to the basements. For normal duty treatment or in places where the moisture ingress is not considered excessive, two layers of bitumen felts are used. In case of heavy duty treatment or in places where heavy moisture ingress is encountered, three layer of bitumen felts are used. The sequence of operations for laying of DPC in a basement for normal duty treatment can be divided in the following steps.
                                               I.      Apply hot bitumen at the rate of 1.5kg/m2 over the prepared surface to serve as primer coat.
                                            II.      Lay bitumen felt in a single layer over the primer coat.
                                         III.      Apply hot bitumen at the rate of 1.5 kg/m2 over the bitumen felt.
                                         IV.      Lay another layer of bitumen felt in a single layer over the hot bitumen layer in step III above.
                                            V.      Apply hot bitumen at the rate of 1.5kg/m2 over the bitumen felt laid in step IV.




                    The horizontal DPC is laid on the smoothened top of the lean concrete bed. The lean concrete should be thick or strong enough to withstand the construction traffic. As explained earlier immediately after laying, the DPC is protected with a course of brick laid flat on a cushion of finesand to prevent to damage to DPC specification on account of droppage of sharp edge of implement or other material  during construction.
                   The vertical DPC is laid continuous with the horizontal one on the external face of the basement wall and it is continued 150mm above the ground level where it is tucked into 65 mm deep groove made in the wall. The groove is subsequently filled with cement mortar 1:4. The vertical D.P.C., unless protected is likely to get punctured by roots of trees or get damaged by salts/acids in the soil. Necessary protection in this regard is given by constructing half brick outer skin wall.
IV.Treament to Basement in Damp Soil
            Ground water always produces hydrostatic pressure and as such poses great problem in design of basement. In sites where the ground water table is high, the problem of damp proofing of basement can be tackled by one of the following methods.
                                                 I.      By providing foundation drains and DPC.
                                              II.      By providing RCC floors and wall slab and DPC.
                                           III.      Water proofing treatment by using grout consisting of cement mortar admixed with acrylic based chemicals along with rough stone slabs.

Damp proofing treatment to floors
In places where the soil water table is low and rainfall is not much, a 75 to 100 mm thick layer of coarse sand is first spread over the entire area of the flooring on the prepared bed of rammed earth. Alternatively this layer can comprise of stone soling with voids filled with smaller stones. This layer is known as base course and its material is well rammed. A75 to 100 mm thick layer of lean cement concrete (1:3:6 or 1:4:8) mix or lime concrete is thereafter laid over the base course. This form the base for floor topping which may comprise of tiles, stone or cement concrete etc.
                 In place where the sub soil water is high, or in damp or humid areas, where there is a possibility of moisture rising up in the floor, it is necessary to provide membrane DPC of flexible material like bitumen felt etc.over the entire area of flooring.
Damp proofing treatment to walls
The walls can get damp due to penetration of moisture from its external face to internal one, due to porosity of bricks and mortar joints. Various treatments given  to exposed surface of the walls to prevent dampness include pointing, plastering and painting etc. It is observed that plaster made out of cement, lime and sand mixed in proportion of 1:1:6 serves as very effective rendering to protect the walls against dampness in normal weather conditions. In areas of heavy rainfall, cement plaster 1: 4 mixed with water proofing compounds like Pudlo, Permo, etc. serve the purpose effectively. In exposed brick work, dampness can be prevented by painting the surface with water proof cement paint or with colourless liquid water proofing compound.




Damp proofing treatment to flat roofs
Flat roof required relatively heavier and costlier water-proofing treatment as compared with pitched or sloped roofs. The specification of material used for the purpose should be such that it should perform the function of water proofing as well as provides adequate thermal insulation. Stagnation of the water on the roof is considered to be the root cause of leakage and dampness in the flat roofs. This can be avoided by providing adequate roof slope and rain water pipes. In case of R.C.C. or R.B.C. slab roofing with proper grading above, a slope of 1:40 to 1:60 is considered desirable. This may be achieved by varying the thickness of the terracing material or by constructing the roof slab with a slope, or by providing part slope in the roof slab and part in the terracing material. In addition to the slope, the size and the spacing of the rain water pipes or the outlets require due consideration for the proper drainage of the roof. In general practice one 10cm diameter pipe is considered suitable for every 30 sq.m. of the roof area to be drained.
          In case, where the slope for the drainage of the roof are given in the roof slab itself or in situation where thermal insulation is not important and the problem of slopes in the flat roof is tackled suitably, the waterproofing treatment for the roof may consist in laying bitumen felt directly over the surface of roof slab after painting the roof top with hot bitumen. The bitumen felt may be Hessian based or fibre based. Depending upon the type of building, climate and atmospheric conditions of the site, the treatment with the felt may be with four courses, six courses or eight courses. The four course treatment is recommended for moderate conditions, where as six and eight course treatments are recommended for severe and very severe conditions respectively. The 1)Four course treatment and 2)six course treatment are brifly given below.

                                                I.      Four course Treatment: The method of laying a four course treatment may be broadly divided in to the following steps:
a) Apply hot bitumen at the rate of 1.2 kg/m2 on the roof surface.
b) Lay bitumen felt in a single layer over the hot bonding material laid in (a), the end and side laps for the felt being not less than100 and 75 mm respectively.
c) Apply hot bitumen at the rate of 1.2 kg/m2 over bitumen felt laid in (b).
d) Spread pea-sized gravel or grit at the rate of 0.008m3 per square metre over the layer of hot bitumen in (c).







                                             II.      Six Course Treatment:
a) Apply hot bitumen at the rate of 1.2 kg/m2  on the roof surface.
b) Lay bitumen felt in a single layer over the hot bonding material laid in (a), the end and side laps for the felt being not less than100 and 75 mm respectively.
c) Apply hot bitumen at the rate of 1.2 kg/m2 over bitumen felt laid in (b).
d) Apply hot bitumen at the rate of 1.2 kg/m2 over bitumen felt laid in (c).
e) Apply hot bitumen at the rate of 1.2 kg/m2 over bitumen felt laid in (d).
f) Spread pea-sized gravel or grit at the rate of 0.008m3 per square metre over the layer of hot bitumen in (e).
The other commonly adopted water-proofing treatment for flat roof in the various regions of this country consist in providing a grading of a selected materials over the roof slab. In general, one of the following method of grading is adopted to meet the requirement of water proofing.
1.      Grading of lime concrete.
2.      Grading of lime concrete with tiles.
3.      Grading of mud phuska with tiles.
4.      Grading of brick coba laid with grout consisting of cement mortar admixed with acrylic based chemicals.
Damp proofing


Treatment to parapet wall:
              If the flat roof has the parapet and there are crack in it  or its plaster is very porous or defective, rain water may find and easy access to the wall below and make the wall and some portion of the ceiling damp.Rain water may also leak through cras at the junction of the parapet and roof slab. In case where asphalt layer is provided over the grading material for the waterproofing treatment to the roof slab, the asphalt layer covering the roof is turned up against the parapet for a height of at least 15 cm. The parapet wall is further protected by providing coping of brick, concrete or stone on its top.
Damp proofing



Specifications for laying 38 mm thick damp-proof course with cement concrete 1:2:4 at plinth level:
1.      The damp-proof course shall cover the full thickness of wall.
2.      The base of damp proof course shall be clear, even and free from projection liable to cause damage to the DPC
3.      The side shuttering should be strong and so fixed that it does not get disturbed during compaction and th concrete slurry does not leak out.
4.      The concrete prepared by mixing ingredients in the proportion of 1:2:4 (1 cement  : 2 sand : 4 stone ballast 12 mm and down gauge) shall be of workable consistency.
5.      The concrete shall be laid and tempered roughly to make a dense mass.
6.      After 24 hours of its laying, the concrete layer shall be cured for at least 7 days.
7.      After curing is complete, the surface shall be left to dry out to receive the coat of hot bitumen.
8.      The dried surface of concrete shall be properly cleaned with brushes and finally with a piece of cloth soaked in a kerosine oil. Hot bitumen in specified quantity shall be applied uniformly all over the treated surface of concrete.




Case study of ultra cure cream D.P.C.
Information and main features of ultra cure cream DPC
·         Quick and easy to install– drill the holes, blow out the dust, inject. no special tools required
·         No wastage – comes in a standard 'mastic' tube, ready to use and fits straight into your skeleton gun
·         Low hazard – not even rated as irritant
·         Spillage & mess eliminated – no liquids to spill or stain
·         No electric dpc pump required – no electric pumps to hire or messy, smelly fluids just simple hand pressure only
·         Dry technology  – advanced emulsion uses active silicone ingredient economically (siloxane and silane, for the technically minded) without running back out of the holes
British board of agreement- bba test certificate no: 02/3961 - as used by the professionals. The bba is a government-approved organization, which has been testing building materials for over 30 years. Not all damp proofing materials have passed these tests - beware of cheap imitations.

Typical usage rates:
4.5 inches thick (115mm) single leaf wall - 1000cc (1 liter) per 9 meters, inject from either side
9-inch thick wall (230mm) double leaf solid or cavity - 1000cc(1 liter) per 4.5 meters, inject from one side or from both sides.
18 inches thick wall (460mm) solid or random fill - 1000cc (1 liter) per 2 meters, inject from both sides


As used by the trade - quick cream is inserted into 12mm holes (400cc mastic tube type illustrated - uses standard skeleton gun)

 

How to install a damp proof course

First, check for high ground levels, leaking gutters and down pipes, water leaks.
1. Drill 12mm diameter holes at 115mm intervals in the mortar course (or via the brickwork, angled down to meet the mortar course) selected to be at least 150mm above outside or abutting ground level
2. Fit the extension nozzle to the cartridge tube and load into the skeleton gun
3. Inject cream from the bottom of the hole outwards until the hole is full.
4. Holes can be capped with mortar or fitted with a plastic plug

Plastic tapered plugs for filling drill holes

Walls and skirting board

Don’t forget to check the walls and skirting boards for dampness. If you click on the damp meter images above you will be taken to a section of the property repair systems site where you will find detailed information on how our damp meters work and you will also be able to purchase and view our extensive range of meters for a great many jobs.
Replaster to a minimum of 1.2 meters internally, to our specification, using sand and cement and rendapruf integral waterproofed. This will prevent 'salts' damage to plaster finishes and decorations.


Replastering concentrated additive for renders

Replastering project for detailed information. in some cases you are better off using an air gap membrane instead of sand and cement – have a look at membranes and then give us a call for help with your decision.


Air gap membrane is simply fixed with plastic plugs
Products required: quick cream dpc, skeleton gun - either a 400cc or professional 1000cc
Optional products: rendapruf replastering additive (5 litre), wall plugs, boron ultra gel (2.5 litre), ultra proof exterior wall treatment (5 litre or 25 litre), anti-mould paint (2.5 litre)
Tools required: 12mm masonry bit, electric hammer drill, and eye protection



Conclusion:
Even with the loss of traditional skills and the complexities introduced into building by new materials and new styles of occupancy, the conditions resulting in damp to the base of walls can easily be avoided with a little thought and scientific understanding. Indeed, new materials and techniques can often be used to advantage if their properties are analyzed as potential environmental controls. In contrast, the misdiagnosis of rising damp and the general application of particular products and techniques without considering the consequences lead to the unnecessary waste of the increasingly limited budgets available for maintenance and refurbishment. A more rational approach to the diagnosis and treatment of damp problems in buildings is only good building practice, which independent surveyors and their scientific consultants should promote in the interest of sound building and public health.

Pipe Bursting



          Pipe bursting is trenchless pipe replacement technique in which a cone shaped tool (bursting head) is inserted into the existing pipe & forced through it, fracturing the pipe & pushing its fragments into surrounding soil. At the same time new pipe is installed by pulling it into the place the new pipe can be of the same size or larger than the replaced pipe the rear end of the bursting head is connected to new pipe & front end of the same is connected to either a winched cable or a pulling rod assembly. The bursting head & new pipe are launched from the insertion pit. The cable or rod assembly is pulled from reception pit
         The nose of bursting head is often smaller in diameter than the existing pipe to maintain alignment & to insure uniform burst. The base of bursting head is larger than diameter of existing pipe to be burst; it is also larger than diameter of replacement pipe to reduce the friction


Typical Pipe Bursting operation layout.
Pipe Bursting

Main classes of pipe bursting
        1. Pneumatic Pipe Bursting:
Pipe Bursting     

Pneumatic pipe bursting
        In this case, head is a cone shaped, soil displacement hammer, driven by compressed air with the rate of 180-580 blows/min.
              The percussive action of the bursting head is similar to hammering a nail into a wall, where each impact pushes the nail small distance further into a wall. In like manner a bursting head creates a small facture with every stroke, and thus continuously breaks the old pipe.
              The percussive action of the bursting head is combined with tension from cable, which is inserted through old pipe & attached to front end of bursting head. It keeps the bursting head pressed against the existing pipe wall, pulls the new pipe behind the head.

 Hydraulic expansion:
 In this system the bursting tool consist of 4 or more interlocking segments, hinged at ends & middle. An axially mounted hydraulic piston drives the lateral expansion & contraction of the head. The expansion of the head leads to lateral breaking of pipe. And as tool advances, after contraction, new pipe is replaced connected at the rear end.

. static pull:
       In this system, the tensile pull given to the bursting tool is converted to a radial force due to cone shape, is the main force for breaking of pipe. This can be performed by two ways viz.- by rod assembly & by winch cable assembly. Rod assembly method proceeds in consecutive sequences since rod reached in reception pit have to be removed whereas winch cable is continuous method.

Design consideration
Parameters listed below will prove to be guidelines for selection of replacement pipe, bursting length, bursting system etc

·       Ground condition:
·       Readily compactable which limit outward ground displacements to a zone closer to  pipe alignment.
·       Relatively stiff which allows the expanded hole to remain open while the new pipe is being installed. It also results in lower drag and reduced tensile stress on pipe while replacement.
·       In ground condition such as sand & crawfish type soil below the GWT may result in change in invert position if pneumatic system is used, which can be eliminated by static pipe system
·       In densely compacted soil, backfills, dilatants soil, expansive soil &collapsible soil are less favorable condition because they increase the pulling force & zone of influence of ground movement
·        If hard rock present close to pipe, the bursting head will tend to displace towards softer soil.
·       Variation in properties along the length leads to change in grade &/or alignment.

2) Groundwater (g.w.) condition: Bursting in saturated soil can cause the water pressure to rise around the bursting head, unless soil has permeability to allow water pressure to dissipate quickly. In some cases, g.w. can have buoyant & lubricative effect on bursting operation. If g.w. is removed in large degree densification of soil surrounding the existing pipe can result in increase of bursting forces.

3) Host pipe:
·       The material of pipe to be bursted effects significantly as pulling force greatly depends on it. The pipe of materials such as clay, plain concrete, cast iron, asbestos cement is good while of steel are troublesome for operation.
·       It is considered that 8 inch pipe is easier to burst than a 4inch one. An upsizing of replacement pipe up to 30% is generally practiced.
·       The depth of the host pipe affects the expansion of surrounding soil. Insertion & reception pits grow larger & more complex as the depth increases. Change in grade or bends should be given due consideration

4) Surrounding utilities: Utilities that interfere with bursting should be located & exposed prior to burst. Generally, underground utilities in moderate conditions are unlikely to be damaged by vibrations at distances greater than 2.5 feet from bursting head and at distances greater than 2-3 times dia. from the pipe alignment.

5) Replacement pipe:
    HDPE & MDPE are the most common pipe materials having the properties continuity, flexibility & versatility. It is experienced that long term loading governs the selection of pipe wall thickness for non-pressure pipe, rather than pull strength. An additional 10% of thickness requirement can be allowed for sacrificial scarring. Other materials used in pipe bursting are cast iron, vitrified clay. It is preferable that all pipe joints are designed for trenchless installation i.e. to have a nominally flush exterior profile.

6) Number of pits & length of bursting:
    Location of insertion pits should be such that their no. is minimized & length of bursting maximized. The size of existing pipe & the upsizing percentage has an effect on the safe length of bursting. In sewer replacement jobs, the burst length is usually from manhole to manhole.

7) Effect on nearby structures: this is of vital importance. Laboratory studies, field studies, analytical & simulation techniques have been used to predict the soil displacements along the pipe adjacent to the pipe being burst. Local excavations made to relieve induced stresses.


Construction consideration
·       Preliminary work: In this stage of work, Inspection of the line to be replaced is done& then cleaning of that line takes place.

·       Service excavation: The services are usually excavated prior to bursting to provide temporary bypass service & to protect the services during the bursting operation.

·       Preparation of insertion &reception pit: for sewer application insertion & reception pits are usually excavated in front of manhole or manholes are removed and replaced. For replacement of gas & waterlines, service pits can be expanded & used. All pits should be prepared & shored in an approved manner. The insertion pit must be large enough to allow the pipe to be inserted.

·       Replacement pipe preparation: when a replacement pipe is of polyethylene, it is delivered on to the site in segments& butt-fused into a continuous pipe on site trained personnel are employed for butt fusion following the recommended method. Quality control can be achieved by controlling the length of heating, fusing & cooling time as well as temperature & pressure of each joint. The replacement pipe should not be dragged over the ground surface; instead the pipe should be moved over roller or slings for insertion & transportation. The pipe ends should also be capped to prevent entry of foreign matters for water or gas piping.
·       Equipment installation: the winch is placed into an reception pit, and the cable pulled through the pipe and attached to the front of the bursting unit in an insertion pit the winch, cable & cable drum mist be provided with safety cage and supports so that it may be operated safely without injury to persons to a party. For all static rod 7 cable pull machine, the machine should be properly braced to resist the horizontal force necessary for the bursting operation.

·       Bursting operation: when the winch cable connected to front of the bursting tool is pulled the tool advances through a bursting length; cracks & fractures the pipe then new pipe attached at the rear of the tool advances with it & get replaced in the position of old pipe.

·       Reconnection of services & annular space sealing: there should be at least 4 hours relaxation period for pipe after installation. After this time the annular is sealed. Smooth & watertight sealing is extended a minimum of 8 inches into a manhole wall. Service connections are reconnected to the new pipe by saddles made of the material compatible with that of pipe. These connections should be installed in accordance with manufacturers recommended procedure.

·       Manhole preparation: Entry & exit holes from manhole must be enlarge to accept the new pipe as required. The sewer manhole may need modification to allow tool passage.

·       Troubleshooting in pipe bursting jobs: sometimes bursting head gets stuck at an unexpected obstruction in or around the pipe e.g. steel repair clamps on water pipes.


Effect on surrounding environment
        1) Ground displacements: The soil displacement expands from the source through the soil in the direction of the least soil resistance. They are a function of both time & space. The ground displacement depend primarily on
1.     degree of upsizing
2.     type &compaction level of the existing soil around the pipe
3.     depth of bursting


In the relatively homogeneous soil with no close rigid boundaries, the displacements are likely to be directed upwards at smaller depths (A), while at increased depth they are expected to have more uniform direction (B). As backfill material in a trench is often weaker than the original surrounding soil & hence the displacement is restricted to trench only (C). If the existing trench or pipe bedding is weak the pipe may move downward instead of upward (D). The ground movements generally tend to spread symmetrically around the vertical access through the existing pipe. But proximity of a rigid boundary may break the vertical symmetry & shift the surface heave to the side (E). If pipe is upsized in a loose soil that will be compacted by ground vibration. The diameter increase is compensated by soil compaction within a short distance of the pipe & outside of that zone settlement may occur (F).

2) Positioning of replacement pipe: The bursting head has a typically a larger diameter than the replacement pipe, a cavity is created in the soil, which allows the replacement pipe to take different position within the cavity, depending on longitudinal bending of the pipe & localized ground movement.
        The position of new pipe generally depends on the soil characteristics, site conditions & installation procedure. If the soil displacements are directed primarily upwards, the new pipe has its centerline higher than the original pipe, but matches inverts elevation (A, C). If soil expansion is more uniform in all directions, the new pipe matches the centerline of existing pipe (B). When ground movements are directed primarily downwards, the new pipe matches the crown of existing pipe, but invert is at lower elevation (D). If ground movements are asymmetrical, new pipe may move laterally (E).
       If the existing pipe has depth variation along length, may create grade problem for pipes replaced.

3) Disposition of pipe fragments:
        The test carried out at TTC test site shows that the pipe fragments generally tend to- 1. Settle at the sides & bottom of new pipe in sandy backfill or 2. All around the perimeter of new pipe in clay or silt backfill. The fragments tend to locate somewhat away from the replacement pipe, with a typical separation of up to ¼ inch. Orientation of pipe fragment is important when the risk of new pipe perforation is to be estimated. After study it is found that, the small pipe fragments with a 20-degree tip, & oriented at 90 degrees to the top of pipe are more risky.
4) Ground vibration:
        All pipe bursting operation create to some extent vibrations of soil particles in the ground. The study showed that none of the pipe bursting technique is likely to damage nearby utilities if they are at a distance of few feets from bursting head. The vibration levels due to bursting depend on the power applied through the bursting process, & therefore on the size & type of the existing pipe, & degree of upsizing

5) Effect on nearby utilities:
    Ground movements during the pipe bursting operations may damage nearby pipes. From safety point of view both horizontal & vertical distance between the pipe to be burst & the existing adjacent pipe should be at least 2 times diameter of replacement pipe.
6) Stress in replacement pipe:
     Pulling force applied to pipe behind the bursting head produces axial stress in new pipe, which has to be withstanding without failure or damage. If soil dose not immediately collapse around the replacement pipe, the axial stress developed in the pipe is due to friction created by weight of the pipe, otherwise additionally due to friction offered by soil. The stress in replacement pipe can be lowered with the use of lubrication mud, which both delays the collapse of soil around the replacement pipe & reduces the pipe-soil friction coefficient.


        Advantages over open cut replacement:
        Pipe bursting is much faster than open cut.
        Pipe bursting proves to be more efficient.
        It is experienced that pipe bursting is often cheaper than open cut.
        It is environment friendly.
        It is less disruptive to surface features than open cut.


        Limitations:
        Ductile iron & steel pipes are not suitable for pipe bursting. (pipe splitting is used.)
        Pipe bursting is not effective in expansive soil.
        Close proximity of other service lines may create problem.
        Point repairs, if any, create problem, because it reinforces the existing pipe with ductile material.
        Pipe collapsed at a section create obstruction to pipe bursting process.


Economic feasibilty
        The cost advantage is especially notable in sewer line replacement, where an enhanced depth of line increases the cost of open cut replacement through extra excavation, shoring, dewatering, etc., while has minimal effect on cost of pipe bursting. Additional advantages of pipe bursting over the open cut replacement are indirect cost savings, due to-
1. Less traffic disturbance
 2. Shorter time for replacement
 3. Less business interruption
 4. Less environmental disturbance.


Cost comparison